Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations pierreick on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

SHELLING STRATEGY

Status
Not open for further replies.

toycept

Mechanical
Jan 28, 2004
294
I often have issues when it comes to shelling parts....Shelling feature failing due to the minimum curvature issue, etc. I was wondering if people could share there techniques, timing, methods of when to shell the part. Do you add the details (fillets, cuts, chamfers) to get far along on the part, then roll back to shell? Do you make the basic form of the part then shell and then continue on adding the fillets, and other small detailing.... that otherwise would cause a shell failure later down the line......etc.?

Thanks.

John
 
Replies continue below

Recommended for you

It depends on the design. I have done it all ways you mentioned above. Most of the time I shell the feature after the feature is complete.

Chris
Systems Analyst, I.S.
SolidWorks 06 4.1/PDMWorks 06
AutoCAD 06
ctopher's home (updated 06-21-06)
 
As ctopher states, it depends on the design. If the wall thickness has to remain constant, then shelling after the outside form is complete is usually the best way to go. You will just have to ensure that any outer radii are larger than the wall thickness.

If the inner rads can be non-concentric to the outer ones, then shelling before the outer rads would be better.

An alternative is to create a surface of the required inner form & then thicken outwards.

Another alternative is to create inner & outer bodies, then use the Combine-Subtract function.

[cheers]
Helpful SW websites faq559-520​
How to find answers ... faq559-1091​
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor